A short post is made by filling a standard 6x6x- steel tube with concrete, as shown in Figure P3-67. The steel has an allowable stress of 21 600 psi. The concrete has a rated strength of 6000 psi, but, in this application, the stress is to be limited to 500 psi. See Section 2-10 for the modulus of elasticity for the concrete. Compute the allowable load on the post.
A short post is made by filling a standard 6x6x- steel tube with concrete, as shown in Figure P3-67. The steel has an allowable stress of 21 600 psi. The concrete has a rated strength of 6000 psi, but, in this application, the stress is to be limited to 500 psi. See Section 2-10 for the modulus of elasticity for the concrete. Compute the allowable load on the post.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![Steel
Concrete
9.
FIGURE P3-67 Post for Problems 3-67 through 3-69.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F49009f26-ce45-4670-8e40-dca54b802461%2Fafe5d669-fd44-4339-a954-2eeecb60d0e7%2Fnivgl8q_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Steel
Concrete
9.
FIGURE P3-67 Post for Problems 3-67 through 3-69.
![A short post is made by filling a standard6x6x
steel tube with conerete, as shown in Figure P3-67.
The steel has an allowable stress of 21 600 psi. The
concrete has a rated strength of 6000 psi. but, in this
application, the stress is to be limited to 1500 psi.
See Section 2-10 for the modulus of elasticity for the
concrete. Compute the allowable load on the post.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F49009f26-ce45-4670-8e40-dca54b802461%2Fafe5d669-fd44-4339-a954-2eeecb60d0e7%2Fflp5xbi_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A short post is made by filling a standard6x6x
steel tube with conerete, as shown in Figure P3-67.
The steel has an allowable stress of 21 600 psi. The
concrete has a rated strength of 6000 psi. but, in this
application, the stress is to be limited to 1500 psi.
See Section 2-10 for the modulus of elasticity for the
concrete. Compute the allowable load on the post.
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